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[1]陆尧亮,jiangjian,王波,chenwei,yejihong.AI-based evaluation method of mechanical performance of shield tunnel structures after fire,2024,v 150,
[2]曹逸凡,jiangjian,陆尧亮,chenwei,yejihong.Progressive collapse of steel structures exposed to fire: A critical review,2023,v 207,
[3]陈桥,jiangjian,蔡文玉,Weiming Yang,chenwei,yejihong.Experimental study on fracture behavior of grade 10. 9 high?strength bolts in whole process of fire,2023,v 56,n 7,p56-68
[4]陆尧亮,jiangjian,蔡文玉,chenwei,yejihong.Creep behavior of 10. 9s high-strength bolts under and after fire,2023,v 44,n 6,p222-234
[5]陈桥,jiangjian,蔡文玉,Weiming Yang,chenwei,yejihong.火灾全过程下10.9级高强螺栓断裂性能试验研究,2023,2023年07期:55-68,14
[6]陆尧亮,jiangjian,张其杰,蔡文玉,chenwei,yejihong.Experimental and numerical investigation on mechanical behavior of Q355 steel and connections in fire conditions,2023,v 281,
[7]陆尧亮,jiangjian,张其杰,蔡文玉,chenwei,yejihong.Experimental and numerical investigation on mechanical behavior of Q355 steel and connections in fire conditions br,2023,卷: 281
[8]Lu, Yaoliang,jiangjian,Chen, Qiao,Cai, Wenyu,chenwei,yejihong.Fracture behavior of Grade 10.9 high-strength bolts and T-stub connections in fire,2022,v 199,
[9]张其杰,jiangjian,蔡文玉,Weiming Yang,chenwei,yejihong.高应力三轴度下Q355钢火灾全过程断裂性能试验研究,2022,:,16
[10]陈桥,jiangjian,蔡文玉,chenwei,yejihong.基于SMCS模型的高强螺栓及节点火灾全过程断裂性能模拟,2022,:,16
total37 1/4
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